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51-1.02 MATERIALS

51-1.02A General


Reserved

51-1.02B Concrete


Except for minor structures, the cementitious material content per cubic yard of concrete in structures or portions of structures must comply with the content shown in the following table:

Use

Cementitious material content

(lb/cu yd)



Deck slabs and slab spans of bridges

675–800

Roof sections of exposed top box culverts

675–800

Pier columns

675–800

Seal courses

675 min

Other portions of structures

590–800

Concrete for PC members

590–925

Except for minor structures, the minimum required 28-day compressive strength for concrete in structures or portions of structures is the compressive strength described or 3,600 psi, whichever is greater.

51-1.02C Bonding Materials


Bonding materials must be magnesium phosphate concrete, modified high-alumina-based concrete, or portland-cement-based concrete.

Magnesium phosphate concrete must be either single component that is water activated or dual component with prepackaged liquid activator.

Modified high-alumina-based concrete and portland-cement-based concrete must be water activated.

Bonding materials must comply with the requirements shown in the following table:



Quality characteristic

Test method

Requirement

Compressive strength (psi, min):

California Test 551




at 3 hours




3000

at 24 hours




5000

Flexural strength at 24 hours (psi, min)

California Test 551

500

Bond strength at 24 hours (psi, min):

California Test 551




Saturated surface dry concrete




300

Dry concrete




400

Water absorption (percent, max)

California Test 551

10

Abrasion resistance at 24 hours (g, max)

California Test 550

25

Drying shrinkage at 4 days (percent, max)

ASTM C596

0.13

Soluble chlorides by weight (percent, max)

California Test 422

0.05

Water soluble sulfates by weight (percent, max)

California Test 417

0.25

Magnesium phosphate concrete must be formulated for a minimum initial set time of 15 minutes and minimum final set time of 25 minutes at 70 degrees F. Store the materials in a cool, dry environment before use.

The mix water used with water-activated material must comply with section 90-1.02D.

The quantity of water for single-component type or liquid activator for dual-component type to be blended with the dry component, must be within the limits recommended by the manufacturer and must be the least quantity required to produce a pourable batter.

If authorized, you may add retarders to magnesium phosphate concrete. The addition of retarders must comply with the manufacturer's instructions.

Magnesium phosphate concrete must not be mixed in containers or worked with tools containing zinc, cadmium, aluminum, or copper metals. Modified high alumina based concrete must not be mixed in containers or worked with tools containing aluminum.

51-1.02D Rapid Strength Concrete


RSC placed in bridge decks must contain at least 675 pounds of cementitious material per cubic yard.

RSC must have a minimum 28-day compressive strength of 4,000 psi except RSC placed in bridge decks must have a minimum 28-day compressive strength of 4,500 psi.


51-1.02E Colored Concrete


Color pigments for colored concrete must be iron oxides complying with ASTM C979/C979M. The dosage must not exceed 10 percent by weight of cementitious material in the concrete mix design.

When test panels are specified, cementitious materials and aggregates from the same sources used in the authorized test panel must be used for the colored concrete in the completed work.


51-1.02F Mortar


Mortar must be composed of cement, sand, and water. Materials for mortar must comply with section 90. The proportion of sand to cement measured by volume must be 2 to 1. Mortar must contain only enough water to allow placing and packing. Sand particles must be no larger than 1/2 the size of the recess or space in which the mortar is to be placed.

51-1.02G Grout


Grout must consist of portland cement and water, with a water content of at most 4 gallons per 94 pounds of cement.

51-1.02H Chemical Adhesives


Chemical adhesives for bonding dowels must be on the Authorized Material List for chemical adhesive/cartridge epoxies. The chemical adhesive must be appropriate for the installation conditions.

51-1.02I Miscellaneous Metal


Materials for access opening covers for new structures must comply with section 75-3.

51-1.02J Miscellaneous Materials


Plastic pipe for deck bleeder drains must be schedule 40 PVC complying with ASTM D1785.

Galvanized wire cloth for deck bleeder drains must be 1/4-inch mesh with 0.047-inch-diameter wire.




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